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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P.) VARIES INSU 5/8" OR 1/2" HIGH-� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER --� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE " 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH ---- (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"0 x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) „ (ALT: 1/2"xl2" TITEN HD @ 24" O.C. ELEV-. 0--0OIL OR 5/8"x10' WEDGE ANCHOR @ 24" A.FF. O.C.) 211, 3 1/2" MIN. ELEV. 4-31/2" z A.F.F. g b > Z 4 0 N � - - • 4 �r �r `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH --� TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW �-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. �(1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.ID 1) ROW 2x BLOCKING @ MID HGT. FOR , HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'4'. (2) ROWS 2x BLOCKING FOR WALL HGT, > 8'4'. (ALT: 1/2"xl2" TITEN HD @ @ 3rd PTS FOR WALL HGT. > V-6". O.C. OR 5/8"x10' WEDGE A INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.)NSULATION PER CHART ON FLOOR PLAN IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION SIMPSON SP1 w/ 10 10d NAILS IF NOTED, THIS REFERS T( ) L/ STEP, SIZE OF FOUNDATIO 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE INCLUDE THE WALL x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH 31/2"MIN. I I13 /2"(min.�4" _ z b III=III=1�'31/2"(min.)- 4" -III-I I Ir '00 131/2"(min.)- 4" III-f I I I • _ 3 1/2"(min.) - 4" �_ I_I-11 'I �1-1 I T TI , i i l l l lit-i i iiiL,= 4, -' (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. U.N.O. MIN, U.N.O. MIN. TYPICAL BEARING WALL UU)STEP SHEARWALL C TYPICAL BEARING WALL a" STEPi CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 CON 9ECU�� PCs \0 EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS 16" O/C M `�o s �M SHEET @ @ I'll N N U 1 ROW 2x BLOCKING MID HGT. LOAD BEARING OR INSULATION PER FBC AND ENERGY co O @ 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: FOR WALL HGT. s 8' 6". (2) ROWS APPLICATION 2x BLOCKING @ 3rd PTS FOR BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION WALL HGT. > 8'-6". SEE CC/S3 OR N LAYERS W/TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SI) 1Od N IL w! SIDE IF APPLICABLE. BOLT INFO. 5/8 x6 J BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ Z"°X 3/16" �8" C.M.U. TYPICAL "" ° 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ - (6)1/4"x31/4" TAPCONS SPACE ANCHOR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING E SPACED EVENLY FIBERMESH J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 nt w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH d 2x P.T. PLATE �, w C1.) , _----ARCHITECTURAL �'P c PER MFR INSTRUCTIONS w p n b. . /' FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR U (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE _ (1) LAYER TYPE 11(#30) (2) #5 CUNT. ON 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ° , (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT - 11- _: 1= m a ° ° 1= I=1 I I Q FOR ROOF PITCH 4:12 OR LESS. -I (I*- ' I=1(1=1 I �I I1--I °• I �I 11-�.=1 11-►' PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH EL �-1111 I=I -1 I TRUSS (SEE UPLIFT SCHED.) W/ 8„ � METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SELEV. VARIES FOR ADDITIONAL SLAB �N1 INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 1x2 PT WD FURRING @ 24" O.C.-/ _ ° GRADE 40 MIN. Fy= 40ks1 -, _ _ d GRADE N z #3 & #4 LAP SPLICE a fi _p FINISH GRADE [GRADE 6o MIN. Fy= 6oksi] a �t 1-III-I I p .. I I -III -III 11� o (1) #5 VERT. IN FILL MONO OR STEMWALL ? �'� p p 25" MIN. LAP [30" MIN. LAPj=I I`g t -_ W 111/2"GYPSUM WALLBOARD CELLS(SEE FOOTING MONO SHOWN p p o p - -1 I- wU.N.O. a _ _ _ °O 6 MIL VAPOR BARRIER �� f I p ° I pI =I=I I =_ R 17/8" FOUNDATION PLAN FOR CLARITY I ,. _ -I I #5 REINFORCING BAR - I FOR LOCATIONS) p p o a o = I-{ i- =I { I= I (=1 I z �- 1x4 P.T. BASE NAILER „ p ? I u 111=I I I=�1 2) #5 CONT. 4 x4 INSPECTION o - I_ I=III=III-III= 12 I • ITI f I l I1=L j #5 LAP SPLICE NOTE _ e . Ix z1z (N 3 CHAIRS 3 1/4" BASEBOARD PORT AT EACH g ° III=III=III=III-III-III N ° I -_ 36" MIN. LAP [36" MIN. LAP] FOR BEARING WALL =III-III-III=Ili=III- '- COMP. SOIL. (COMPACTED TO I I 1 I { I TYP) 8" 1' 4" 8" FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ -I 95% MODIFIED PROCTOR ASTM I H I ��=I I I= I I=) { I I -111' W/ UPLIFT ONLY _ �I 10" MIN. 2500 PSI CONC. SLAB _ _ - I l 11=T�1 I1=ITI 11- AT GARAGE CONTRACTOR III=III-III=III=III III -I { I=III III -III -III -III -I L I -I I I=I I I i , I I D1557) T. t,-•rr-I „-, i 1- „-T-r; MIN PSI MAY VARY PER =1 1=III-III=III III=III-I I i=III=III-1 li-III=III-III=I 11- 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR I-t I=III III III= (I-III=III=III- I - I (- 1- MUNICIPALITY. CURB DUE TO SLOPE - - -I - -- rD � - #6 LAP SPLICE TYPICAL INTERIOR BEARING cONCRETESLABW/6X6 _Q- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION l TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT G W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE' TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. � - b C")_=I�I=III=I I' I-r y �► I o 6x6W1.4xW1.4 p III=1 I _ z � 31/2" WWF OR FIBERMESH 6 MIL VAPOR I b r 9 I min.} 4 BARRIER ° a C • fV COMP. SOIL. -1I e I I -00_ - -11 -' ° (COMPACTED TO 95% =I MODIFIED PROCTOR III III III -I I I-11 I I I ASTM D1557) 3" MIN, CLR. (2) #5 REBAR CANT. 1'-4" (1 STORY) STD. 90 HOOK SEE ON CHAIRS TYP. 4„ V-8" (2 STORY) U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE. 3/4 -1-0 S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-) BLOCK WALL BEYOND O.H.D. RECESS z M SEE A/S3 OR J/S6- -I! li 111FRI 11, I I i1 i 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" •�}•GR�A�DE�•� T�. r `I , 1 1, I-1 1 I-1 1 1-1 1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" O.H.D. RECESS d CV ' r M 4 C1.) • A .• ..+.. ..4; .. w - - - =IT�-� 41' °P �l I LEI •�... `�. � �.. ITI I I� •I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. I *3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. 2,> HOLD GYP, BD. 1/2" FROM SLAB CONT. BEAD SEALAP INTERIOR 4 a . 4 -31 „ CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � d Op •C M 6 MIL VAPOR I I F�� =� I�T�� BARRIER INTERIOR W VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)q7WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO 1 °4 SEE PLAN FOR All, < & LAYOUT DESIGN TOP OF BEAM ° -L SEE ROOF PLAN , c - - °.. " c00 HTS20 FOR STRUCTURAL I,T i 1 �'_iI T " E (2) -I BEAM SIZE & r I `' CONNECTION INFO d 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. rM +n SCALE:3/4"=1'-0" 53 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL W/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING, _ r ' ON FLOOR PLAN SIZE VARIES PER PLAN cn CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS - 2 GRADE a - , FILLED SOLID (SEE PLAN FOR - - - - a .7 _ 6 x 6 W1.4 x W1.4 i` SIZE AND REINFORCEMENT) 0 _LU - =) I a a • = =1 = ' WWF OR FIBERMESH T Z _-I I -I I -III w I I_I I_I I 11- z e' ° BRICK PAVERS or SLAB PER o w cn 00 = -I -III=I • • °• - - - 4 - ° / COMMUNITY SPECS I'- � 14 I; - 4" 4 STEP NON-BRG. K SCALE:3/4"=V-0" IIIS3 0-0 FIN. FLR.CA I -I -I I -III -I I -I I =1 I I=I I I FOOTINGLu -III I I I=1 I -I 1-1 1=III 11 I=III 11 0 (l II I II III 1 hil I -1I I-1I I-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. CJ`3 R1 k _I `}cro •"�L •� ••• ,cn � OFES510 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CDv 8 Q co ��, N O C) 0) 0 co N N C N W CIDN J 'n W U-4J 0 a?`"'0) 5J W w It a LLS 0 0 Ul M Zaoco W N � aa�o 0Z° N o � m 0 o Earn Z rnroN 0 ILLL� � J o a W a W i N Q cm z V 0 J Z U ❑ = 0 W z o 0 z ¢ v r, h N d13 M r� z crs ,„ Q 0 ® Q •0 w E N � Um 2 8 o t U d of� QWo m • ®Q �m r~ C:) �W Mz4 z J Q O E: W QO R } N QN Z® ❑a U C OQ UO O< CD% N z o � z �, CA o� ZE -' _ , QW z Z ox z ao N manQ z NW o mLL =� =3 >0 a >M rl1 W m 0 C) �N O CD 2 C O OO 00 C,4 N = r tD 0 r 0 N Z z = © N E a E c0 ¢ o °; JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. S3